活性污泥耗氧速率的测定及其影响因素试验分析

本文首先介绍了活性污泥净化能力判别指标——耗氧速率的原电池氧测定法,继而通过试验研究了一些相关的影响因素同比耗氧速率的关系,最后分析说明了比耗氧速率在监控活性污泥系统运行中所起的作用。     

单面受火的方中空夹层钢管混凝土短柱耐火极限

为研究单面受火的方中空夹层钢管混凝土短柱耐火极限,在合理选择材料本构关系和边界条件的基础上,利用ABAQUS软件建立了高温下方中空夹层钢管混凝土短柱温度场和力学场分析模型,通过与试验数据对比验证,结果吻合良好。基于此模型,对不同的混凝土强度、钢管强度、内钢管厚度、空心率、荷载比进行耐火极限参数分析,并定量给出计算此类构件耐火极限的简化公式。研究结果表明:荷载比是构件耐火极限的主要影响参数。荷载比越大,构件的耐火极限越小。     

SBR法处理高浓度有机废水试验研究

采用序批式活性污泥法（SBR），对处理高浓度化工废水进行了实验研究，结果表明，温度是影响SBR法处理效果的一处重要因素，其次是pH值、曝气量和周期，并在一定条件下，可得到75％的CODcr去除率。     

热岛与绿地率关系的研究

据1998年7月11日的29个点的温度观测资料与观测点不同半径内绿地率和建筑率分别建立了线性回归关系，结果发现，温度与绿地率存在负相关关系，温度与建筑率存在正相关关系，早上8:00和下午14:00线性相关关系不显著，晚上20:00显著，但绿地范围太小时也不显著，而建筑物在较小范围内就存在显著的线性相关关系。     

逆温对吴淞工业区大气质量影响个例分析

以吴淞工业区冬夏二次大气质量监测数据和同时期龙华观象台的探空资料为依据,详细地描述了逆温对大气污染物(SO_2和NO_x)时空变化的影响,并阐述了形成这样的空间分布的污染源排放特点和主要贡献源。为环境管理和规划的实施,提供了科学依据。     

Simulation of three-stage operating temperature for supersaturation water-based condensational growth tube

In order to realize accurate dynamic control of supersaturation and to study condensation growth characteristics of nanoparticles through different levels of super saturation,a series of parametric analyses and systematic comparisons between two-stage and three-stage operating temperature designs were simulated with COMSOL Multiphysics.The simulation results showed that the three-stage operating temperature did not change peak supersaturation compared with two operating temperatures,and the three-stage operating temperature was superior in decreasing the amount of water vapor and the temperature,thus lowering particle loss and variation in detection and collection.The peak supersaturation level increased by 0.3 as the flow rate increased from 0.6 to 2.0 L/min,but the supersaturation peak moved from 0.0027 z0 to 0.08 z0(i.e.,the growth time and the final size decreased by 40%).Peak supersaturation increased as the temperature difference increased or the temperature difference window was shifting left,and minimum activation size decreased.Shifting the 70℃temperature difference window from 9℃,79℃-1℃,71℃for the condenser and initiator temperatures resulted in peak supersaturation in the centerline being above 5.8,and the activation size changed as low as 1 nm.Experiments with flow rates varying by a factor of 2.5(from 0.6 to 1.5 L/min) resulted in a final size decrease of 43%(from 3.2 to 1.8 μm),and experimental results of outlet particle size distributions were equivalent with theoretical analysis as the operating temperature was changed.     

建筑大空间火灾模拟及升温计算简单公式

钢结构经常用于建筑大空间环境。因为使用和功能要求,建筑大空间内通常无法设置防火墙来阻止火灾的水平传播,而是通过设置燃烧岛、防火舱及防火隔离带等措施将可燃物限制在一定区域内。大空间内可能的火灾为区域火灾。给出了模拟大空间火灾的理论模型和升温计算简单公式。公式基于火羽流相关理论,并引入工程相关常数得到。通过工况分析,考察了两种不同火灾场景,公式的计算结果与场模拟软件FDS结果进行了比较,二者符合良好。所给出的公式形式简单,式中参数的物理意义明确,推荐用于实际工程计算。     

细水雾灭火系统作用下特大断面公路隧道火灾特性数值模拟研究

细水雾灭火系统在公路隧道中的应用引发了较多关注,但是针对特大断面公路隧道的研究仍然不足。以2种大断面及4种特大断面公路隧道为研究对象,选取额定流量35 L/min、额定压力10 MPa的高压细水雾喷头,选择4种喷头布置形式,考虑火源功率、位置、遮挡物等影响因素,以隧道顶棚达到耐火极限的临界温度和相邻车辆被引燃的临界热辐射强度为判据,利用FDS模拟软件分析得到适用于隧道的细水雾喷头布置方案。结果表明对于特大断面隧道,细水雾单排顶喷布置不能有效抑制30 MW的大货车火灾,应采用增加顶喷或侧喷喷头的布置形式,从而保护隧道结构安全,防止相邻车辆被引燃。     

Observed Winter Warming of the Chesapeake Bay Estuary (1949–2002): Implications for Ecosystem Management

A large number of studies have documented 20th century climate variability and change at the global, hemispheric, and regional levels. However, understanding the implications of climate change for environmental management necessitates information at the level of the ecosystem. Historical monitoring data from the Chesapeake Bay estuary were used to identify temporal patterns of estuarine temperature anomalies in the surface (1 m) and subsurface (15 m) between 1949 and 2002. Data indicated a trend in surface and subsurface warming of +0.16°C and +0.21°C per decade, respectively, driven by warming during winter and spring. These trends suggest warming of the estuary since the mid-20th century of approximately 0.8–1.1°C. Estuarine temperatures correlated well with other independent data records for sea surface and surface air temperatures in the region and to a lesser extent, the northern hemisphere. Gross long-term temperature variability in the estuary was consistent with North Atlantic climate variability associated with the prolonged positive North Atlantic Oscillation/Arctic Oscillation and increased anthropogenic radiative forcing, although localized environmental drivers likely are important as well. A simple spatial analysis revealed strong seasonal latitudinal and longitudinal gradients in estuarine temperature as well as a north–south gradient in long-term temperature trends. Continued warming of the estuary will have important implications for ecosystem structure and function as well as attempts to manage existing challenges such as eutrophication and benthic hypoxia. However, such management efforts must be cognizant of the effects of various climate and nonclimate drivers of environmental variability and change operating over different spatial and temporal scales.Published online     

Does improved waste treatment have demonstrable biological benefits?

Since 1972, 10 benthic surveys and 9 static fish bioassays have been conducted to assess the impact of AVTEX Fibers, Inc. effluent on the lower South Fork of the Shenandoah River. AVTEX (formerly FMC Corp.) is a rayon and polyester fibers plant located in Front Royal, Virginia. Benthic samples were taken at four stations, one above and three below the plant discharges. Single surveys in 1972 and 1973 indicated a severe impact on the benthic community along the right side of the river, below the plant, as a result of the channelized effluent. Diversity values (¯d) were low (0–2.42) and numbers of taxa and organisms were reduced. A fish bioassay in 1973 indicated the effluent to be acutely toxic at the 34.5% level (mixture of effluent and river water). In early 1974, FMC Corp. constructed an activated sludge treatment system to reduce BOD and supplement the neutralization and chemical precipitation (zinc hydroxide and liquid-solid separation) facilities that had been used to treat waste waters since 1948. After the new equipment was placed in operation, the previously stressed area became more stable. In 1975 and 1976 the stressed area exhibited greater ¯d values (1.19–3.39) and an increased number of taxa and organisms. Bioassays showed the effluent to be acutely toxic to fish only once since 1973. The major improvements in the effluent were a 70% reduction in BOD₅ and a 60% reduction in the amount of zinc entering the river. Community conditions in 1977 indicated a partial remission of improvement, probably due to drought conditions.The rehabilitation of damaged ecosystems is a process important to all biologists. An important factor in encouraging industry to participate in this activity is evidence that improved waste treatment will often have demonstrable biological benefits rather soon. As data accumulate on the recovery process it may be possible to predict the degree of rehabilitation and time required more precisely.